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September zs'u000
Alex Martens
Superior Sheds,Inc.
azzss.vo/usiaAve FILE
o� ono� tr' pLszrss COPY
RE: Manufacturer Certification,zDMrpzzs; Expiration Date: September 22,anz9
RECEIVED
Dear Alex Martens
APR 0 2 2018
It is my pleasure to inform you thaf Superior Sheds,Inc.,located at 2323 S. Volusia Ave,Or.
City, FL 32763,has been approved under the Manufactured Buildings Program,as provided flirST. Lucie County, Permitting
under Chapter ss». Part 1, Florida Statutes,tnmanufacture Storage Sheds, Manufactured `--------'
Buildings for installation in Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
'
Party Acericy is a contractor for the Department and has statutory authority and responsibilities
that must uemet tomaintain approved status.You may expect and demand quality plans
review and inspections.
Each Code change will make your plans obsolete until they have been reviewed,approved and
indicated[on the cover page ofthe plans)for compliance with the Code byyour Third Party
Agency for plans review. Please ensure that your plans are mcompliance and are properly
posted an our meusitc'All gu''re|au,d|nga||aUon issues are subject to the local authority
having jurisdiction.
t he Department's contractor will make unannounced monitoring visits at least once eacn year.
You must grant complete access myour manufacturing facility and records mremain m
compliance with the rules and regulations of this program.
Your certification isapproved for three years from this date.You will receive arenewal notice uy
Email nenaau,u by the aczs ) for online renewal.If you have questions
you may contact Robert Lorenzo uta5V-7o-183sorour FAX ntoso'oz4-u*so.
Please visit our website at to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
'
Robert Lorenzo
' manumctueu Buildings Program
SETUP AND INSTALLATION Or SINGLE WIDE SHED U30"AUGER
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1.BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY UNE, ETC. PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2.ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE2. BLOCKS ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL. ONCE THE l 1
,OUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THEBUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3).
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
IS SUPPORTED TO LEVEL, BLOCKED,AND THEN SHIMMED. FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)1"x
3.AFTER THE BUILDING IS LEVEL. MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECTBOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES AREr,V�
SPACING (SEE TABLE 3). LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING 15 THEN COMPLETED. THIS - - CODE INFOR TK7N
4,ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.THRU THE 2"x4"BOTTOM PLATE WITH A 1/2'AUGER BIT. 1/2" EYEBOLT OR OPTIONAL4. GROUND ANCHORS ARE THEN ADDED(SEE TABLE 4B).1/2'THREADED ROD (FOR A•HIGH SET-) IS SECURED THRU THE HOLE. 5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS MANUFACTURER5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NOREMOVED. 6WDING TYPEFOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO CONSTRUCMIN TYPE6.IF THE UNIT HAS A FLOOR• EITHER A HOLE IS DUG FOR THE 30"AUGER ANCHOR ANDFOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. FIRE P-crON KaW
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2"HOLE IS DRILLED INTO THE
CONCRETE 1-1/2"OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM FRE suPPRE5510N srrR1J INaR
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2" °C°UPA'IG'
WEDGE ANCHOR. AuUvM.E NUMBER OF STORES I '
7.IF THE UNIT IS A'NO FLOOR' OPTION,ANCHOR WITH 1/2•x5•WEDGE ANCHOR THRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS BASIC WIND SPEED w-1INPryu
2'x4"BOTTOM PLATE. EXPOSURE I O
1. BUILDING ANCHORS SHALL BE"MOBILE HOME'TYPE HP-1 SINGLE HELIX EYE m_URE ! oom
AUGER ANCHOR BY HOME PRIDE OF BRISTOL.VA OR EQUAL. AVERAGE WRANK PRESFIIE COEFFICIENT .F-LH
HOLDING STRENGTH IS NOT LESS THAN 4.900 LOS. IMPORTANCE FACTOR 1 IE
TABLE TABLE 2 TABLE 3A 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
ANCHORING TO CONCRETEK NN R SPACING- P TYPES LOCATE ANCHORS PER TABLE 4A OR 48. ROD,DEAD LBAD 1 1ar�
SHED WIDTH UPLIFT(PCF)ANCHOR SPACING SHED WIDTH X1 X2 X3 TYPE PAD DIMENSIONS MAX.LOAD' MATERIAL 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF LRE Lao I w a m•
20'-0" 400 Y-W 13'-B" 1'-10)' 1'-10f' 1-101 1 YXB'x16' t776LB5 CONCRETE BLOCK QUAL (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. HOOK DEAD,Tao RTs
CEMENT AVD SMD MIX FIJ10R IF•F 10.00 m 7YIF-uM!°la.
260 }'-5• 11'-B' Y-6' 6'-4' - LI 4'xB116" 3500LBS CONCRETE BLOCK QUALITY TABLE 4AWA
CEMENT AND SAND MIX 30"AUGER ANCHOR SPACING - SINGLE WIDE MD MTINQ a WANTS FLOOR ROOF 1
240 3'-6' 10'-0" V-7" W-10' - III 16•x16' 3950LBS ABS PLASTIC PADS 41IotI1Fs PER,°Y10YiG 1
SHED WIDTH LW UPLIFT(PLF)END ANCHOR"MAX.INTERIOR SPACING••• HURRICANE PROTECTION USAQ M
200 3'-6' S'-0' 0'-9' 6'-6' - IV B'x8'x16" 1900LB5 ONCR E B UPLTIY
CEMENT AND SAND MIX 13'-B' 7.00 243 O'-(Y TO 7-O' 10'-0' HUARCAAIE �usA4[ RO
160 S-d' 6'-0" 0'-10" 51" - •BASED ON 2000PSF SOIL BEARING CAPACITY MIN
(2000PSF IS TYPICAL) IMI E FOOTAIZ Lfa THLw lm
)yOTE5 1 V-8" 6.00 205 D-0'70 S-W 10'-0" REVISIONS
6'_Q' 120 -VALUES ARE FROM END OF JOST TO CENTERS OF(2)411' 1.HOLLOW OR SOLID CONCRETE BLOCKS(B've'.I6')VAY BE STALKED
SIDES ONLY.13'-B'WOK SHEDS INK(4)SETS OF SIODS. ON PADS FOR HIGH SETS UP TO 4d WITHOUT REINFORCING. 10'-O" 5.00 174 D-0'W Jd 10'-O' REVDESCRIPTON I DATE BY
2.ABS PADS REQUIRED ON 1V-B'AND I]'-B'WIDE SHEDS ONLY. 4.00 136 LTd W S-d 10'-0" )
TABLE 3 RECEIVED
6'-0" 3.00 104 of-f 10 Yd 10'-w ) i
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE& DOUBLE WIDE SHEDSTABLE 8
-
i
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE APR 0 2 2018 30'AUGER ANCHOR SPACING - DOUBLE MOE
SHED WIDTH TYPE LW(PLF) END PAD MAX.SPACING ENOHPAD SIDE RUNNER INTERIOR SIDE RUNNER
PAD TYPE P P ST.Lucie County,Permitting SHED WIDTH LW UPLIFT(PCF)END ANCHOR••MAX.INTERIOR SPACN/G••• ^�„
wire
13'-8" SW/DW 4.15/332 Or TO K 6'-0" 1936LO 1.11.111,OR N 1579LB I,II,III.OR N - N
20'-0" 10.00 100 D-0'ro Y-0' S'-0' a o.N:
11'-8" SW/DW 6.00/450 IT TO 6• 6'-0• 2Mal I.R.III,OR N 255BLB 1,II,III,OR N •L010 WIDTH OF UPUFT al RUNNER W 4/26/16
••
LOCATION MGM ENO WALL OF AUGER ANCHOR
10'-0" SW/DES 5.00/400 or 10 6' 6'-0' 2400LB 1.11,III,OR N 24DOL13 I,it. •'•UMMUM SPACING BETWEEN ANCHORS U) N/A
T
6'-0' SW 1.00/320 0'10 6' 6'-0" 2029LO 1.II,III,OR N 2133LB I,II, Ck®. 1�ANCHHOR SPACING 15 DESIGNED AS PER ASCE-7. W ALL
2.Al MEASUREMENTS ME CENTER-TO-CENTER. 0 GENERA NOTES
6'-O' SW 3.00/240 0.70 6" 6'-0" 165" I,II,111,OR IV 1666LB 1,II, ,OR ].THE MINIMUM NUMBER Of ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNER. I.FOUNDATION PLANS ME NOT PMT OF THIS
MOMOIUL INTERIOR ANCHORS ARE REWIRED F SPACING IS MORE THAN 10'-D' PLAN SET AND ME GOVERNED BY LOCAL
•WAD W011l OF UPLIFT ON RUNNER BETWEEN ANCHORS.. JURISDICTION.
NOTES a.ANCHORS SHWL BE ON SIDE WALLS EXCEPT WHEN THE SHED 6 PLACED NEXT TOM 2.THIS BUILDING 15 EXEMPT FROM THE IBC
1.PAD SPACING IS END TO CENTER OF PAD. EXISTING BUILDING;IN WHICH MCHORS CAN BE PLACED ON THE END WADS AS CLOSE W ENERGY CONSERVATION CODE PER SECTION
2.PADS OTHER THAN END PMS SPACING 6 CENTER TO CENTER. TO THE SIDE M POSSIBLE. J 1015.22,
3.USE SAME MAXIMUM SPACING FOR INFERIOR SPACING. M 3.REFER TO TIE-DOWN DETAILS FOR PROPER
Z) INSTALLATION REOIRREMEMS TO MEET CODE.
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WAS UH `��� .•, '••�O///
2'x2'GKVMIZED WASHER WITH, /2-NUT 1/2'THREADED ROD Z ` _IGENBF• '•.. //
WITH 1/2'NUT OPTIONAL FOR'HIGH SET' NOTCH OR COUNTERSINK BOLT
1/2'THREADED ROD EYES BOLTED TOGETHER WIM 1/2'.2' W
CONK FOR
*HCH SET' BOLT k AVT W(TH 12)2'x2'IWVANQED 1/2'COUPLER THRU BOTTOM
BORON PUTS
1/2'COUPUR _ .. 214'BORON PLATE NAREO I _ N-
WASHERS(2.WOLB SHEAR cAFAcrtrJ •' TO 21B'P.T.RISE %yµ
X 1/21S"(400 LB.)CONCRETE W
1/2112'FORCED EYEBOLT �4'MIN. WEDGE ANCHOR IMO SLAB MIN. 0 Z _
• . I TIX(U 2'x4'P.T. OR PLATE H - '
(SEE TABLEFS
E 1 FOR SPRING) U-------' - STATE OF
EYES 7F0 TOGETHER WITH 1/z'x2' .A' .
BOLT 4 WOH(2)212'GKVMRED TYPE L I.W.OR N PM WOH I/2'v]'(x00 LB.) SWPSOK A-21 CONCRETE SLAB BY OTHERS THROUGH CONCREIF SLAB BY OTHERS THROUGH / 0'•, ;'
WASHE (LOOOLB SMFM CMA= BLOCKING AS REQUIRED(SEE MLC 3).
CONCRETE WFOGE ANCHOR CND OR faY1 LOCK CODES AND JURISDICTION LOCAL CODES MD JURSDCTION Z ///AN FL O R 10 P
EARTH AUGER ANCHOR (SEE TAU 1 FON SPKING) O //`n'•...............G•'��•f`\�`
( TABLE 4 FOR SPACING YY .1 V Y
> SHED WITH SKID SHED WITH 'NO FLOOR' OPTION A�
SHED WITH SKID ANCHORED TO CONCRETE ANCHORED TO CONCRETE
TO PAD OR BLOCKING 111 1111
J MOM-T.13,11Mn P.E.
TIE-DOWN DETAILS N. F,DfDD LID.^°° 5460
Z Sue. -
PSI APPROVAL 2018-01-18 Side Mil Header Schedule 08OC1 End Wall Header Schedule 180C t4
aka{dl Mex.SPm 1441Fasteners w/o s12R v
Buildin Width learn um)kl -
Od ALUMINUM ROOF SHEATHING Sum
1�'a4' .■.- p.n to 4 1F-eet(a.n.rea eens/da)tsap 1 "r e'7 o-o•MAX, oD yea.rx 0I3Vreal.
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r; 1
4'x4'.n4' W-O 1
0 NJ-"'Or'"title npreE Io suova[aaU xa __
e.TeWlRed wbx" No.2 pada Sprue► Fir be, c.Le10 Y
b.NJ-Numbr"*jack studs raqukW to..w.4 each and d No•ick rtuN.nA ha Wads INd eel. r - —
c.Wmdae has dr br window opMlya Nmora that haw than 50%combined surd well ebwe
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and balow,otherwise usa door head.fched l..
d.See hxdr details br.Remets IryMa,i.a.2.25[4'or 4'x4'P.7. .�rurtRw.cRrea�L r,u RAeoerN /
i ."z rouewm°"4N1mr o." rru ruwc m,s
..The header con be edechad to the top plate and thus haw the combined strength sme.e,RurbR evfx N Dore CODE INFORMATION
agiwlyd and usa the maximum span.tg d. woE vmsnN
1.1 RUNNERS MWUFACTIRER a"Pgfe flims
eeL mea
rr"NO TYPE
o2wcwsRunaN TYPE v-a
sRN1Hxc FRE PROTECIeNRRE IIfrL
" 2"e4" � M ru�`•ri nI Ia(fN rir• "CCUPANEyPPRESSxIN SvsCY raiz[
O 24.O.C.
frit,es ata• ALLOWABLE NUMBER a narFs sfeasr
M'.a' sr¢e�a.Rm
'iii AL'x0a Ma 12•WAX. BWC WWD 5PEED arfao.p
HYDROVEM DETAIL SIDE WALL WINDOWS END WALLS WINDOWS k uPoSIRrE c
END WA TRUSS 4"X4" 2"X4" rw•,"suRE saefm
LDPIlON9L1 h D00RS DOOR b' WIDE OR LESS
M[RNK PRESSURE C"FSf10CNT a/-a
\��/ IUPoRTANOE FACfat f.te f
G.F.1. -■+ alwMs: REOF DEio Lao far
OUTLET NOTF<_OPMNA!EI FLTRM: y l"I ROOF NE l"M Sea o1 laPe NMI loo
�I
-ALL WIRRVG SHALL BE 14 GAGE}_ypRE MC C.1BIE. iL00n OF/B LOAD H—
SOURCE N (D -ENCASE r ALL METAL BOXES. _ rlmn urt La" sa feFr-fmy GAT.
DESIGN PRESSURES L 0
ALIS DDORS t00F++232]..6 4ROOF FRAMING PLAN WIRING DIAGRARauaM,u MaWM) T'MTG ar
L""R.ROOF
9Wou—PER 8UuD
22 NHREMO
Wf
A
USAGE 1.
ar�almAyfNMrfrM MrRILWC efELM Useat 1.
a NI'1a YI• O9 BALL •M eX LWIrYe MM SQUARE f0"iAGE la M.a 10
rx
REVI510N5
f11•0Y1•V1
Was REV OESCRIPTON DATE er
Rrrnn+�ic one`r`ie
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a¢1rAPm
a.x P MAGA
u aeu
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wx wu Z
T
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oR fsaL Z ma 12/12/17
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a ac N4i nPa rMMrM Z In SS-B-18WR1
a,rfH„r > rEM g
0e ,ev W _EL _APE Ho r r —o.—APE
aam my M ER a
M.s uoa inMaoa—.."e
La . g rg::• STANDARD WALL DETAIL ,^,,,� uE feu Pnum.".H ous A ¢ ALO1PnE11o^aR,;,"�'`o E,�..Een.F:eP
u ano r4 fe fr re M fr_ n N.sxqu o WITH DOOR k WINDOW OPTIONS co�.naP%o�i sK-unu cruws.uei a.c—an V)L)O ¢ Es P 4.1.11.0 rvAr<Aa eo'MwwWw
ELEVATION CROSS-SECTION END ELEVATION KRro amm _A";�M fear oao°Mrx"miiui f ria ena of N0i 1fi w
TYPMu ^••M �F WITH DDOR MKac. awmn.wo 3,P.t la6 ro Ilnt ¢W✓.onooes wo ow io"urn rv[WxiW4 srE nu
v� ML Yn4Rsnvi uVoac .cluRu 4[ueurs
W WAu svos,mussV ceo
TABLE 2UtliaERs;PrtaHoro iw.i MEEone[xo P06 Mi NiERrtR[
____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ___
Z A
ae.f \11117 /11// /
a-a• rvfop r-fE• r-rp
fr-.• r-T - \\Isk`N\\1,E..........e494�///
fo•_r r_ � _
r-r rte• x �\'��. ICENSC
err fw rw re r-ear •r - �' `Q':'� i�/i
" Q fr•un rw '' STATE ?W
Q 0;
re m fr-e• r-a•r fr-e _ _-- __-- __-- --' "11hew T.Baldwin P.E.
END ELEVATION END ELEVATION nae roar sa u+raAc Rxr e Z Ebrldo arena.164W8
WRHOIIi DOOR WITH GARAGE DOOR D
tw.es"ae.0 FLOOR FRAMING PLAN m Sheet' SSB-1 OF